Coupling Mechanism of Saturated Concrete Subjected to Simultaneous Fatigue Loading and Freeze-thaw Cycles

被引：0
作者：
乔运峰 [1 ,2 ]
孙伟 [1 ]
JIANG Jinyang [1 ]
PAN Dongfang [2 ]
机构：
[1] School of Material Science and Engineering, Southeast University
[2] School of Civil Engineering, Qingdao Agriculture University
来源：
JournalofWuhanUniversityofTechnology(MaterialsScience) | 2018年 / 33卷 / 05期
基金：
中国国家自然科学基金;
关键词：
coupling mechanism; fatigue loading; freeze-thaw cycles; strain; saturated concrete;
D O I：
暂无
中图分类号：
TU528 [混凝土及混凝土制品];
学科分类号：
0805 ; 080502 ; 081304 ;
摘要：
The coupling mechanism of saturated concrete subjected to simultaneous 4-point fatigue loading and freeze-thaw cycles was, for the first time, experimentally studied by strain technology. The coupling strain, temperature strain and fatigue strain of concrete specimens were measured at the same time from one sample with stain analysis method and the relationship among these three kinds of strains was studied by fitting data to present coupling mechanism at macro level. The results showed that there was no interaction between fatigue strain and temperature strain and the coupling strain could be written by linear superposition of temperature strain and fatigue strain.
引用
收藏
页码：1121 / 1128
页数：8
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